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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.5 LAccepted-AOC | ₹20.5 L | L1 | Accepted-AOC L1 |
| 2 | L2₹20.8 LRejected-Finance MAIN ROAD GHATSHILA | GHATSHILA | JHARKHAND | ₹20.8 L | L2 | Rejected-Finance L2 |
| 3 | L3₹21.7 LRejected-Finance SERAIKELLA WARD NO 08 NEAR PATI CHOWK DIST SERAIKELLA KHARSAWAN | SERAIKELLA | SERAIKELLA KHARSAWAN | JHARKHAND | ₹21.7 L | L3 | Rejected-Finance L3 |
Tender Value
₹23.7 L
EMD Value
₹47,400
Closing Date
15 Dec 2025, 5:00 pmClosed
Executive Engineer,
R.D.Spl.Div. Seraikella
Construction of PCC road of length 200M from Main road to Primary School Nilmohanpur and RCC Drain of Length 200M from Primary School Nilmohanpur to wards pond side in village-Sanjay, Block-Seraikella.
2025_RDSPL_107567_3
RDD/SD/SKELLA/06/2025-26(2nd call)
Open Tender
Civil Works - Roads
90 days
Seraikella
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
₹47,400
9 Apr 2026
9 Dec 2025
17 Dec 2025
9 Dec 2025
15 Dec 2025
9 Dec 2025
Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50 M. including all lifts, levelling, ramming the foudation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/l.
Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered,rammed,fully compacted and fine dressed with earth obtained after cutting within a lead of 50 M and lift of 1.5 M all complete job as per sp and dir of E/I
Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including' cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/l (Mode of measurement complacted volume).
Construction of sub-grade and earthen shoulders with approved material obtained from Borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2. S.O.R. Item No. 3.18
Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. (By Mix in Place Method) With Grading-I Material S.O.R. Item No. 4.01 B. (i)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shutering - all work upto plinth level 1:2:4 (1 cement : 2 coarse sand zone -iii) : 4 graded stone aggregate 20 mm nominal size)
Reinforced cement concrete work in walls(any thickness)including attached pilasters ,buttresses ,plinth and string courses ,fillets columns,pillars,piers,abutments,post and struts etc above plinth level upto floor level,excluding cost of centering ,shuttering, finishing and reinforcement.(1:1.5:3)1 cement :1.5 coarse sand:3 graded stone aggregates
Centering and shuttering including strutting ,propping etc and removal of form for foundations,footing,bases of columns,etc for mass concrete
Centering and shuttering including strutting ,propping etc and removal of form for Walls including attatched pilasters,buttereses,plinth and string courses etc .
Centering and shuttering including strutting ,propping etc and removal of forsuspended floors ,roofs,landings,balconies and access platform including attatched pilasters,buttereses,plinth and string courses etc .
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level: 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)
Providing Tor steel reinforcement of 8mm dia rods as per approved -do - TMT Fe500 all complete job as per sp and dir of E/I
Direction and Place Identification Signs upto 0.9 sqm Size Board Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4 mm with area not exceeding 0.9 sqm fixed over back support frame of min 35 x 35 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing)
Carriage of materials Cement (25KM Surface)
Sand (8KM Surface + 2KM Katcha)
Steel (25KM Surface)
Stone Chips (24KM Surface + 1KM Katcha)
Goods & Service Tax (G.S.T.) @ 18%
Labour Cess @1%
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